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v+ <br />3 <br />N <br />I <br />N <br />LO <br />Cn <br />v <br />0 <br />Q <br />N <br />N <br />I <br />Cn <br />N <br />J <br />LO <br />N <br />i <br />0 <br />CV <br />i <br />M <br />N <br />c[� <br />i <br />M <br />v <br />Cn <br />0 <br />N <br />rn <br />N <br />J <br />rn <br />N <br />I <br />rn <br />i <br />CD <br />vi <br />En <br />i <br />L <br />0 <br />C <br />0 <br />C <br />`0 <br />rh <br />�O <br />v <br />a <br />E <br />FT <br />E <br />0 <br />x <br />v <br />c <br />J <br />i <br />0- <br />9 <br />a2 <br />r7 <br />N <br />O <br />00 <br />v <br />0 <br />0 <br />a <br />N <br />CD <br />CV <br />00 <br />CV <br />v <br />0 <br />w <br />0 <br />z <br />lil <br />m <br />l <br />O <br />00 0 <br />112n <br />CLC <br />A <br />W <br />i" <br />LEFT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 1'-0" <br />RIGHT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 1'-0" <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />I Exterior Covering <br />R703.7 Exterior Plaster. <br />Installation of these materials shall be in compliance with ASTM <br />C926 and ASTM C1063, or ASTM C1787 and the provisions of <br />this code. <br />R703.7.1 Lath. <br />Lath and Lath attachments shall be of corrosion -resistant <br />materials. Expanded metal or woven wire lath shall be attached <br />with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1063 or <br />C1787, or as otherwise approved. (Refer to sheet SN9 for the <br />engineered method for Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ <br />6" O.C. vertically/horizontally into the framing members. <br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. <br />min. @ 6" O.C. vertically/horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. <br />or in a semi -continuous bead between the solid plaster base and <br />the solid portion of the key attachment flange. <br />Control Joints: Install control joint lathing accessories in <br />conformance with C1063. Lath shall not be continuous through <br />control joints, but shall be stopped and tied at each side. <br />All accessories shall be in accordance with the latest ASTM <br />C1063 & ASTM C1861. <br />R703.7.2 Plaster. <br />Plastering with cement plaster shall be not less than three coats <br />where applied over any type of code -approved lath and shall be <br />not less than two coats where directly applied over masonry, <br />concrete, clay brick, stone, or tile. If the plaster surface is <br />completely covered by veneer or other facing material or is <br />completely concealed, plaster application need be only two coats, <br />provided total thickness is as set in Table R702.1(1). <br />Cement plaster shall be in accordance with ASTM C926 and <br />material shall be in accordance with one of the types listed in <br />R703.7.2. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as required in Section <br />R703.2 and, where applied over wood -based sheathing, shall <br />include a water -resistive vapor -permeable barrier with a <br />performance at least equivalent to two layers of Grade D paper. <br />The individual layers shall be installed independently such that <br />each layer provides a separate continuous plane and any flashing <br />(installed in accordance with Section R703.4) intended to drain to <br />the water -resistive barrier is directed between the layers. <br />R703.2 Water -Resistive Barrier. <br />One layer of No. 15 asphalt felt, free from holes and breaks, <br />complying with ASTM D226 for Type 1 felt or other approved <br />water -resistive barrier shall be applied over studs or sheathing of <br />all exterior walls. No. 15 asphalt felt shall be applied horizontally, <br />with the upper layer lapped over the lower layer not less than 2 <br />inches. Where joints occur, felt shall be lapped not less than 6 <br />inches. Other approved materials shall be installed in accordance <br />with the water -resistive barrier manufacturer's installation <br />instructions. The No. 15 asphalt felt or other approved <br />water -resistive barrier material shall be continuous to the top of <br />walls and terminated at penetrations and building appendages in <br />a manner to meet the requirements of the exterior wall envelope <br />as described in Section R703.1. <br />R703.4 Flashing. <br />Approved metal flashing, vinyl flashing, self -adhered membranes <br />and mechanically attached flexible flashing shall be applied <br />shingle -fashion or in accordance with the manufacturer's <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturer's instructions. All flashing shall <br />be applied in a manner to prevent the entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. <br />Self -adhered membranes used as flashing shall comply with <br />AAMA 711. All exterior fenestration products shall be sealed at <br />the juncture with the building wall with a sealant complying with <br />AAMA 800 or ASTM C920 Class 25 Grade NS or greater for <br />proper joint expansion and contraction, ASTM C1281, AAMA 812, <br />or other approved standard as appropriate for the type of sealant. <br />Fluid -applied membranes used as flashing in exterior walls shall <br />comply with AAMA 714. The flashing shall extend to the surface <br />of the exterior wall finish. <br />Approved flashings shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry construction with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersection. <br />• At Built-in gutters. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />REV. 09.24.21 <br />U <br />a <br />rs <br />c caws <br />SEC <br />CcWW <br />® <br />w IL <br />c � <br />eo ea <br />ci v <br />cN <br />N <br />O <br />CV <br />00 <br />N <br />rn <br />0 <br />A <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />F. <br />o E C'I <br />M8 <br />p N rn <br />N � m cp � <br />" <br />7 co 'n 4b <br />d! <br />LL w <br />M 0 3 o a <br />v <br />O <br />0 0. <br />N t9 M <br />W <br />�r W <br />Fa j Q <br />o <br />rn�°�'°' d z <br />Q <br />L0N Z L 2 <br />ch U u) H <br />Z <br />O U ❑❑❑ <br />o g <br />z o � <br />z � N <br />J <br />r <br />t,/1 <br />M <br />z <br />a--, <br />O <br />N <br />V ' <br />w o <br />N <br />) <br />f� <br />�Y <br />v c <br />E <br />=� i <br />C) o <br />Q 0 <br />N <br />r, <br />0 <br />C <br />M <br />M <br />J <br />w <br />Z <br />Z <br />G <br />c E <br />Q O <br />m U <br />oLL <br />wz <br />Z< <br />z0 <br />oa <br />I— ti <br />o E <br />CU <br />&= <br />4 a <br />S� <br />Q <br />W Z <br />S <br /><o <br />�w <br />7 <br />J <br />2 Y <br />m� <br />O F <br />aw <br />c <br />¢� <br />o� <br />oLL� <br />�z <br />go <br />az <br />w <br />� <br />o <br />MV <br />< r <br />O� <br />a <br />o < <br />0 3 <br />c <br />o r <br />L <br />00 <br />2 <br />rn <br />T <br />Nca <br />T_ <br />() <br />' <br />L <br />CO <br />GV <br />M <br />r <br />N <br />N <br />�— <br />CT <br />00 <br />m <br />,— <br />�— <br />CN <br />O <br />L0 <br />+= <br />M <br />L0 <br />t= <br />d' <br />N <br />o <br />(=)a LO <br />CD <br />N <br />OO <br />LO <br />T <br />ui <br />m <br />T <br />N <br />y 0 <br />o <br />Z <br />Z <br />E r <br />E <br />�, <br />CU <br />ra <br />a- <br />U _J <br />a <br />Q 0 <br />c <br />JOB <br />NO: 23-12160-12165 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.2 <br />_11-1-1 TAT_rn&_� I --I— --------- <br />